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3 <br />a <br />v <br />s <br />L0 <br />rn <br />0 <br />J <br />0 <br />i <br />CEO <br />a`) <br />L0 <br />N <br />0 <br />0 <br />J <br />t� <br />0 <br />i <br />v <br />o+ <br />c <br />3 <br />0 <br />N <br />0 <br />Uf <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />MAX. 8 DO NOT DO THIS <br />PROPER INSTALLATION ` ' <br />2"x BOT. PLATE W/ (2)1Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. 3l16"0 X 3" LONG FURRING FURRING <br />2 ROWS 3116" x 3-1 /2" <br />3-1/4" LONG X 3/16" 0 FURRING () <br />(5 REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCONS <br />TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED IN 16 <br />TYP,) <br />` ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO �� <br />1 DETAIL 2 EDGE DIST. ATTACH <br />PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />`S I U. 90° HOOK (TYP.) <br />STD. 90' ` <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />ix4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL BOTH SOLID <br />CELDLS HOOK (TYP.) <br />f t <br />FACE NAILS 1Od @ TRUSS VERT. <br />WEB <br />TAP DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. <br />TO PRODUCT <br />Lil <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLL <br />NOTE: <br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 <br />I <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/17/ <br />6" <br />TO PRODUCT <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 <br />() O.C. & 4" FROM EACH <br />FURRING <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />NOTC @FIRST COURSE <br />LL <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ x ATTACH SECOND PLY w/ <br />' +2„ <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL <br />t5 FNOTCH IRST 2 COURSES AT RSES E <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION <br />PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A_A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. <br />=1610 #FOR 2 STRAPS <br />+ , FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />% SOLID W/GROUT <br />2'-0„ 8„ <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />f <br />Z1/4" <br />BLOCK HEADER ARCH BLKG. &BUCK <br />x 31/4" TAPCONS <br />• y <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACEI BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. ! '. •: '• ' <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. E N D <br />RETROFIT TRUSS DETAIL <br />..,:. <br />OVERRAN :�` .•.' , • :• .; <br />• '.• �: <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />N.T.S. <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 314" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL10d <br />NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />X OV TO TRUSS <br />TO TRUSS TOP CHORD <br />ERygN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />LFN <br />OT <br />rr „ <br />1-05 -0 <br />SCALE: N.T.S. SS <br />12 <br />+ + H PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR SEE <br />2x6 #2 SYP @ 24" O.C. PLAN <br />+ + + <br />+ + <br />INISH FLOQR <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />BLOCKING AS <br />+ + <br />° <br />WITH <br />° �� <br />1/4 x 31/4 TAPCON (1 1/4" MIN. B_g <br />ROOF SHEATHING ATTACHED <br />� <br />+ REQUIRED <br />> D D � <br />/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />° D #5 BAR <br />2-0 8 <br />TRUSS + + SOFFIT <br />DD D 10 °® .° ° CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />D - <br />°� 9 H IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . • <br />EACH TRUSS <br />D ° o <br />D KNOCKOUT / c"4 <br />E. <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W! <br />CONNECTOR °� <br />MONO FOOTING ' .T .. D °. <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN ° <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT D z <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />STANDARD o <br />° , <br />4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90 HOOK iv <br />TO FIT ARCH CONNECT W/ <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />a <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4' MAX. RAD. <br />GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />_, <br />° <br />'v <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />- ' \ o - ' o <br />ANCHOR INTO ARCH BLKG. <br />HIP. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL K <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrM <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" <br />SS <br />SCALE: 3/4" =1'-0° <br />SS <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <br />SCALE: 3/4" = 1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />1/2" NAILS TO STUDS & (1) - <br />5/8 DIA. ALL THREAD ROD <br />>- <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" i <br />> <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER g <br />EPDXY MIN. 6" EMBEDMENT & <br />O0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />_0 <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE �_: � <br />° <br />p � <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ' ;;:: <br />u o D <br />w <br />REINFORCING AS FOLLOWS: <br />* SEALANT <br />PLACE LOWER HALFOF MORTAR IN BED JOINT. DO NOT FURROW. :;:;:; :;' <br />u o. I TI l�f- IA I T <br />k I J�J� F <br />a <br />U_ <br />PRESS PANEL REINFORCING INTO PLACE. <br />— "—" <br />#5x6 EMBEDDED INTO <br />u <br />6 MIN. LAP SPLICE W/ <br />D D I� <br />� g <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />SMOOTH. DO NO FURROW. •.:., .,. ,-,;:;::... _,:..,...,,: ..:..:.:..:::>,.:..... <br />I — <br />— — <br />D ' � I <br />— — - <br />¢ = <br />LO <br />N <br />FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />II � <br />LE <br />DRILL 3/4"x5" MIN. HOLE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP <br />GRADE <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />`' z_ \ <br />r • D <br />` <br />` ` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />\_a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ D (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16"MIN.Of COVER EA. WAY <br />A SECTION <br />I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />G <br />7 <br />° �� <br />_ J <br />K _ <br />C. <br />F L <br />GFESS10V� <br />lilililllE�ti��� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />E <br />O <br />LO <br />C <br />N # <br />0 <br />-W <br />N <br />cc <br />ot"a <br />N <br />S,nw <br />W _ <br />QNMI <br />LL LL j <br />N V1 <br />a m 3: <br />0 <br />C <br />J <br />V� <br />0 <br />W <br />L O c- <br />L <br />5'�N <br />0 W <br />K O J <br />Z <br />LL <br />U5 Cj <br />a <br />Z <br />LO <br />N M Z <br />pUIL <br />0 <br />U�vvi <br />W <br />❑❑❑ <br />Z N M <br />0 0o <br />z co <br />10 <br />Q o Q <br />J <br />M <br />_ <br />(D 0 <br />a--+ <br />w <br />U <br />O <br />� <br />,,, o <br />N <br />�N <br />Z:) <br />U <br />w � <br />E <br />m � <br />z� <br />U o N <br />'53 <br />a o <br />° <br />®Q <br />e� <br />C:, <br />w <br />CO <br />co <br />J <br />mz <br />o s <br />Z <br />4 <br />U.. <br />CO E <br />E <br />o0 <br />Fz <br />Zo <br />¢N <br />Z0 <br />❑a <br />wo <br />o ru <br />U <br />a¢ <br /><z <br />° <br />�U <br />°a <br />wZ <br />N L <br />¢ 0 <br />m <br />ro <br />�j C <br />o. <br />U <br />OS <br />° <br />o� <br />Z <br />Q W <br />cn <br />N <br />o <br />ZZ <br />5z <br />a <br />N <br />¢ g <br />Qo <br />o <br />w <br />;o <br />CD <br />V <br />w <br />ila <br />a F <br />3 <br />0 C:) <br />= <br />> Ln <br />L <br />rn <br />!o <br />Al <br />W <br />M <br />0 <br />0 <br />Ln <br />C Y <br />Q <br />C)Q <br />C <br />o <br />^' m <br />O <br />E <br />r <br />co <br />N <br />0) <br />° <br />= <br />2 Ln <br />r <br />0 <br />L' J <br />r <br />E <br />N <br />z° <br />cc <br />E O <br />0 <br />m <br />a <br />E <br />U _j <br />¢ a <br />JOB <br />NO: <br />21-1079 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />W <br />W <br />Z �\ <br />